DESIGN ANGLE BRACKET


Project Title    

Select Design Type,     Destype,   mm     Bracket is from        

Input Direction (+ve , -ve ) according to that shown in the diagram above.
Leave '0' for Not Applicable (N.A).

Ultimate Moment, M1 = kNm     Ultimate Shear, H1 = kN     Ultimate Axial/Tension, P1 = kN    

AB = mm     BC = mm     Stiff Support CD or Weld (if Design Type = A) = mm    

x1 = mm     y1 = mm     y2 = mm    

Bolt Diameter (for Des Type B & C)=     Dbolt,   mm    

Bracket width,     bw,   mm     Bracket thickness,     tb,   mm    

Nos of Stifferner Plates,     Nosstiff,   nos    
Stifferner Plate thickness,     tstiff,   mm    
Ave Stifferner Plate Depth,     ( if 0 selected and Nosstiff > 0, hstiff = min(AB , BC)*0.707 )
hstiff,   mm    
Design Code,       Design Yield Strength for Bracket,   N/mm2     Weld size for Design Type A, sweld,   mm    

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